SKITSEPROJEKT - LandCAD

Erasmus Partnere A/S 2008.11.14 22.14.12
Østergade 1, 1 sal, 9850 Hirtshals
Tel 98 94 38 11, Fax 98 94 38 55
Projekt C:/Nordsoft beton/5324, kulturbro/aabent klapfag 5000 mm, 141108.200 Statikprogram version 1.10.58 Side 1
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Inddata ( Rumlig ramme Statikprogram version 1.10.58 )
SYSTEMDATA
Beregning iht. teori..................... 1 Antal noder............. 12
Afbrudsværdi iteration normalkræfter..... 0.100 Antal stænger........... 16
Startværdi lastfaktor.................... 10.000 Antal tværsnit.......... 8
Startværdi skridtlængde lastfaktor....... 10.000 Antal vederlag.......... 2
Afbrudsværdi iteration lastfaktor........ 0.100 Antal fjedrer........... 0
Forhåndsudbøjning af konstr..........grad 0.000 Antal globale templaster 0
Antal lasttilfælde...... 1
MATERIALTYPER
nr Navn Material Densitet (kN/m3) E-Modul (MPa) G-Modul (MPa) Længde(m)/ egv(kg)
1 HEB 180 Stål 78.5 210000.0 81000.0 0.00/ 0.0
2 IPE 180 Stål 78.5 210000.0 81000.0 5.00/ 95.8
3 IPE 200 Stål 78.5 210000.0 81000.0 5.00/ 113.9
4 CHP 60.3x3.2 Stål 78.5 210000.0 81000.0 10.26/ 47.1
5 AI DOBV, 200x100 Stål 78.5 210000.0 81000.0 2.40/ 112.2
6 AI DOBV1, 50x30 Stål 78.5 210000.0 81000.0 0.00/ 0.0
7 AI DOBV2, 80x80 Stål 78.5 210000.0 81000.0 3.60/ 70.9
8 Rekt- 75 C30 4.0 12000.0 600.0 5.00/ 22.9
TVÆRSNIT
Tværsnit h b t d ri ry b2 t2 alfa
mm mm mm mm mm mm mm mm grad
1 HEB 180 180.0 180.0 14.0 8.5 15.0 0.0 0.0 0.0 0.0
2 IPE 180 180.0 91.0 8.0 5.3 9.0 0.0 0.0 0.0 0.0
3 IPE 200 200.0 100.0 8.5 5.6 12.0 0.0 0.0 0.0 0.0
4 CHP 60.3x3.2 60.3 0.0 3.2 0.0 0.0 0.0 0.0 0.0 0.0
5 AI DOBV, 200x10 200.0 100.0 a=0.5840E+04 iy=0.2440E+08 iz=0.8650E+07 kv=0.2160E+06
6 AI DOBV1, 50x30 50.0 30.0 a=0.7560E+03 iy=0.1880E+06 iz=0.1480E+06 kv=0.6820E+04
7 AI DOBV2, 80x80 80.0 80.0 a=0.2460E+04 iy=0.1440E+07 iz=0.3190E+07 kv=0.5820E+05
8 Rekt- 75 75.0 150.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Tværsnit Areal Iy Iz Kv
mm2 mm4 mm4 mm4
1 HEB 180 0.65250E+04 0.38310E+08 0.13630E+08 0.42300E+06
2 IPE 180 0.23950E+04 0.13170E+08 0.10100E+07 0.48000E+05
3 IPE 200 0.28480E+04 0.19430E+08 0.14200E+07 0.70200E+05
4 CHP 60.3x3.2 0.57403E+03 0.23468E+06 0.23468E+06 0.46936E+06
5 AI DOBV, 200x10 0.58400E+04 0.24400E+08 0.86500E+07 0.21600E+06
6 AI DOBV1, 50x30 0.75600E+03 0.18800E+06 0.14800E+06 0.68200E+04
7 AI DOBV2, 80x80 0.24600E+04 0.14400E+07 0.31900E+07 0.58200E+05
8 Rekt- 75 0.11250E+05 0.52734E+07 0.21094E+08 0.15188E+08
KNUDEKOORDINATER
nr Navn x-koord.(m) y-koord.(m) z-koord.(m)
1 2 0.000 1.063 -0.285
2 5 -1.200 1.063 -0.285
3 6 -0.045 1.063 -0.285
4 7 -0.600 1.063 -0.285
5 9 0.000 -0.232 -5.114
6 12 -1.200 -0.232 -5.114
7 13 -0.045 -0.232 -5.114
8 14 -0.600 -0.232 -5.114
9 15 -1.200 2.222 -0.595
10 16 -1.200 1.575 -3.010
11 17 -1.200 0.928 -5.425
12 18 -1.200 0.415 -2.700
VEDERLAGSBETINGELSER
Fri = 0 Låst = 1
Deformationer. Rotationer....
Nr knude vx vy vz rx ry rz
1 2 1 1 1 1 1 1
5 9 1 1 1 1 1 1
STANGDATA
Nr Stang Fra knude St.kod Til knude Tværsnit Alfa (gr) Længde(m)
1 9 2 1 6 AI DOBV, 200x10 0.000 0.045
2 10 6 1 7 AI DOBV, 200x10 0.000 0.555
3 11 7 1 5 AI DOBV, 200x10 0.000 0.600
4 12 9 1 13 AI DOBV, 200x10 0.000 0.045
5 13 13 1 14 AI DOBV, 200x10 0.000 0.555
6 14 14 1 12 AI DOBV, 200x10 0.000 0.600